PRODUCTS

We produce an extensive range of cold formed piles with the unique ability to vary the thickness along their length.

Our reputation for quality and value for

money stems from our fully integrated

procurement, manufacturing and delivery

service

The quality level of our sheet piles is guaranteed by many series of certificates.

FIP is ISO 9001 and CE certified and its products are in

accordance with European Standards EN 10249-1 and EN 10249-2

FIP offers complimentary, professional advice regarding selection and application of all sheet piles manufactured.

Cost Efficiency without compromises

bs

h

RU Sections

Section

Thic

kness

s

Heig

ht

h

Wid

th

b

Cro

ss

sectional

are

a Weight Moment of inertia Elastic section modulus

Single pile Wall Sheet pile

Wall Sheet pile

Wall Single Double Triple Single Double Triple

mm mm mm cm2 kg/m kg/m2 cm4 cm4 cm4 cm4/m cm3 cm3 cm3 cm3/m

RU50 5 373 619 50 39.3 63.4 3496 16236 22814 13112 280 872 1045 700

RU55 5.5 374 618 55 43.2 69.9 3845 17922 25178 14499 307 959 1150 775

RU60 6 375 617 60 47.1 76.3 4193 19620 27557 15899 335 1046 1254 850

RU65 6.5 376 616 65 51.0 82.8 4542 21329 29952 17315 362 1134 1359 925

RU70 7 378 615 70 55.0 89.4 4891 23049 32363 18744 389 1221 1463 1000

RU75 7.5 379 614 75 58.9 95.9 5240 24782 34789 20188 417 1309 1568 1075

RU80 8 380 613 80 62.8 102.5 5589 26526 37231 21647 444 1396 1672 1150

RU85 8.5 381 612 85 66.7 109.1 5938 28282 39689 23121 471 1484 1777 1225

RU90 9 383 611 90 70.7 115.7 6288 30050 42163 24610 498 1571 1881 1300

RU95 9.5 384 609 95 74.6 122.4 6637 31830 44653 26114 525 1659 1986 1375

RU100 10 385 608 100 78.5 129.0 6988 33622 47159 27633 552 1747 2091 1450

RU105 10.5 386 607 105 82.4 135.7 7339 35427 49682 29168 579 1834 2196 1525

RU110 11 388 606 110 86.4 142.4 7690 37243 52221 30718 606 1922 2301 1600

RU115 11.5 389 605 115 90.3 149.2 8041 39072 54777 32283 633 2010 2406 1675

RU120 12 390 604 120 94.2 155.9 8394 40913 57349 33865 660 2098 2511 1750

RU125 12.5 391 603 125 98.1 162.7 8747 42767 59938 35462 686 2186 2616 1825

RU130 13 393 602 130 102.1 169.5 9100 44633 62544 37075 713 2274 2721 1900

RU..B.. Section

b

h

s t

This is a type of sheet pile with a thicker flange. The table below shows some of the possible combinations of

thickness available.

Profilo

Spessore

s

Spessore

t

Altezza

h

Larg

hezza

b

Are

a d

ella

sezio

ne Peso Momento d’inerzia W – Modulo elastico

Palancola

singola Muro

Palancola Muro

Palancola Muro

Singola Doppia Tripla Singola Doppia Tripla

mm mm mm mm cm2 kg/m kg/m2 cm4 cm4 cm4 cm4/m cm3 cm3 cm3 cm3/m

R60B80 6 8 383 617 92 71.8 116.4 5974 42320 58282 34296 380 2165 2445 1754

R60B100 6 10 385 617 99 78.0 126.5 6290 48297 66321 39139 388 2445 2739 1982

R60B120 6 12 387 617 107 84.2 136.5 6577 54397 74515 44083 394 2727 3034 2210

R80B80 8 8 388 613 106 83.5 136.3 7422 46401 64341 37867 496 2343 2697 1912

R80B100 8 10 390 613 113 88.7 144.8 7792 51628 71435 42133 505 2581 2951 2107

R80B120 8 12 392 613 120 93.9 153.2 8140 56961 78661 46485 514 2820 3205 2301

R100B80 10 8 393 600 129 101.1 168.4 9217 54632 75916 45500 631 2725 3163 2270

R100B100 10 10 395 598 135 106.0 177.1 9658 59375 82385 49614 647 2932 3389 2450

R100B120 10 12 397 598 142 111.2 185.8 10078 64841 89814 54181 658 3171 3645 2649

SU Sections

SU piles normally require a minimum order quantity of 200MT.

1/1

1/2

1/3

1/4

Combined walls with CRU Box Piles

Type of reinforcement

The reinforcement may be:

total length: reinforcement 1/1

partial length: reinforcement 1/2,

1/3, 1/4

Section

1/1 1/2 1/3 1/4

Weight Moment of

inertia

Elastic

section

modulus

Weight Moment of

inertia

Elastic

section

modulus

Weight Moment of

inertia

Elastic

section

modulus

Weight Moment of

inertia

Elastic

section

modulus

kg/m2 cm4/m cm3/m kg/m2 cm4/m cm3/m kg/m2 cm4/m cm3/m kg/m2 cm4/m cm3/m

CRU/RU50 126.8 37823 1552 95.1 22901 1065 84.5 21349 876 79.2 18340 853

CRU/RU55 139.7 41741 1710 104.8 25298 1174 93.1 23579 966 87.3 20263 940

CRU/RU60 152.7 45684 1868 114.5 27715 1283 101.8 25828 1056 95.4 22202 1028

CRU/RU65 165.7 49653 2028 124.3 30153 1393 110.5 28094 1147 103.6 24158 1116

CRU/RU70 178.7 53647 2187 134.1 32610 1503 119.2 30379 1239 111.7 26132 1204

CRU/RU75 191.9 57667 2348 143.9 35089 1613 127.9 32681 1331 119.9 28122 1293

CRU/RU80 205.0 61713 2509 153.8 37588 1724 136.7 35003 1423 128.1 30129 1382

CRU/RU85 218.2 65785 2670 163.6 40108 1836 145.5 37343 1516 136.4 32154 1472

CRU/RU90 231.4 69883 2832 173.6 42649 1947 154.3 39701 1609 144.7 34197 1562

CRU/RU95 244.7 74008 2995 183.5 45211 2060 163.2 42079 1703 153.0 36257 1652

CRU/RU100 258.1 78159 3158 193.5 47794 2172 172.0 44475 1797 161.3 38335 1743

CRU/RU105 271.4 82337 3322 203.6 50400 2286 181.0 46891 1892 169.7 40432 1834

CRU/RU110 284.9 86542 3486 213.7 53027 2399 189.9 49326 1987 178.1 42546 1925

CRU/RU115 298.4 90774 3651 223.8 55676 2514 198.9 51780 2083 186.5 44679 2017

CRU/RU120 311.9 95033 3817 233.9 58347 2628 207.9 54254 2179 194.9 46830 2109

CRU/RU125 325.5 99319 3983 244.1 61041 2743 217.0 56748 2276 203.4 49000 2202

CRU/RU130 339.1 103633 4149 254.3 63756 2859 226.1 59261 2373 211.9 51189 2295

Combined wall with tubular piles

In this combined wall, the retaining

elements, carrying horizontal and

vertical loads, are the tubular piles.

A triple, factory-welded RU pile

transfers horizontal loads to the

tubular pile. Connection between

the triple pile and the tubular is

provided by an interlock, welded

lengthwise along the tubular.

The following table details the result of

different pile-tubular combinations. The two

columns “weight 60%” and “weight 100%”

refer respectively to the case where the

pile length is 60% (or 100%) of the tubular

length,

Tubular pile with triple RU95 piles

Pile

diameter Pile

Thic

kness

Weight

60%

Weight

100%

Moment

of inertia

Elastic

section

modulus

System

width

mm mm kg/m2 kg/m2 cm4/m cm3/m m

900 12 144 186 134899 3000 2.78

900 14 159 192 153897 3400 2.78

900 16 175 207 172636 3800 2.78

1000 12 149 180 173717 3500 2.88

1000 14 166 197 199092 4000 2.88

1000 16 183 214 224155 4500 2.88

1200 13 168 196 292872 4400 3.08

1200 15 187 216 334191 5000 3.08

1200 17 206 235 375088 5600 3.08

1422 15 199 226 511607 7200 3.31

1422 17 220 247 575719 8050 3.31

1422 19 241 268 639280 8900 3.31

1524 17 226 252 686542 9000 3.41

1524 19 248 274 762873 10000 3.41

1524 21 269 296 838590 11000 3.41

Combined wall with H beams

In combined walls with H beams, an RU sheet pile is welded onto an H beam, the resulting pile being

sometimes called a “king pile”. A triple, factory-welded RU pile transfers horizontal loads to the “king pile”.

This combination has the additional advantage of offering protection from corrosion for the beam. The H

beam can be welded to the inner face of the pile, as shown above, or to the outer face, as shown in the

following page.

Here are several possible combinations.

Combination b1 b2 h t s r

Sectional area

Weight

Moment of inertia

J

Elastic section

modulus W

mm mm mm mm mm ° cm2 kg cm

4 cm

3

IPE600+RU95W 220 660 820 12.0 19.0 24.0 251.0 196.6 189933 4232

HEA600+RU95W 300 660 810 13.0 25.0 27.0 321.5 252.6 248620 6069

HEA800+RU95W 300 660 1010 15.0 28.0 30.0 380.8 298.6 479868 9286

HEA900+RU95W 300 660 1110 16.0 30.0 30.0 415.5 326.6 640879 11283

HEB1000+RU95W 300 660 1220 19.0 36.0 30.0 495.0 388.6 921335 15010

HEM1000+RU95W 302 660 1228 21.0 40.0 30.0 539.2 423.6 1007917 16545

HE1000x488+RU95W 311 660 1256 30.0 54.0 30.0 717.0 562.6 1341352 22395

Combination with triple RU95

l = System width

Sectional area

Weight Height

H

Moment of inertia

J

Elastic section

modulus W

RU = 60%HEA

RU = 80%HEA

RU = 100%HEA

mm cm2/m kg/m kg/m kg/m mm cm

4/m cm

3/m

IPE600+RU95W 2436 220.0 123.6 148.0 172.5 980 96300 2146

HEA600+RU95W 2436 249.0 146.5 171.0 195.5 970 120391 2939

HEA800+RU95W 2436 273.3 165.4 189.9 214.4 1170 215321 4167

HEA900+RU95W 2436 287.6 176.9 201.4 225.9 1270 281417 4954

HEB1000+RU95W 2436 320.2 202.4 226.9 251.4 1380 396547 6460

HE1000x488+RU95W 2436 411.3 273.8 298.3 322.8 1416 568967 9499

King pile (HExxx + RUxxxW) Combination king pile W with triple sheet pile

l

t

s

H

h

b2

b1

r

ACCRU/RU Units ( Z section type )

This is a unit studied explicitly as a replacement for the “Z-section” hot- or cold-formed sheet piles. Without any increase in weight, this unit reaches higher values of moment of inertia and of elastic section modulus, yet maintaining the typical advantages U-sections enjoy over Z-sections: easy driving, excellent statics properties due to large flange thickness, easy fixing of tie-rods and swiveling attachments, even under water, ease of re-use thanks to the symmetrical form.

Section

Thic

kness

s A

CC

RU

Thic

kness

s R

U

Wid

th l

AC

CR

U

Wid

th l R

U

Wid

th l tot

Heig

ht

h A

CC

RU

Heig

ht

h t

ot

Weight Moment of inertia Elastic section

modulus

Single

unit Wall

Single

unit Wall

Single

unit Wall

mm mm mm mm mm mm mm kg/m kg/m2 cm4 cm4/m cm3 cm3/m

ACCRU50 / RU50 5 5 619 619 1238 430 745 157 127 101851 82251 2734 2208

ACCRU50 / RU55 5 5.5 619 618 1237 430 746 165 133 111100 89978 2978 2407

ACCRU50 / RU60 5 6 619 617 1236 430 748 173 140 120456 97445 3223 2607

ACCRU50 / RU65 5 6.5 619 616 1235 430 749 181 146 129918 105191 3470 2810

ACCRU55 / RU55 5.5 5.5 618 618 1236 431 748 173 140 112674 91149 3015 2439

ACCRU55 / RU60 5.5 6 618 617 1235 431 749 181 146 122029 98804 3260 2639

ACCRU55 / RU95 5.5 9.5 618 609 1227 431 758 236 192 190519 155206 5030 4098

ACCRU55 / RU105 5.5 10.5 618 607 1225 431 760 251 205 211062 172244 5554 4533

ACCRU60 / RU60 6 6 617 617 1234 432 750 188 153 123614 100175 3296 2671

ACCRU60 / RU70 6 7 617 615 1232 432 753 204 166 142645 115799 3791 3078

ACCRU60 / RU75 6 7.5 617 614 1231 432 754 212 172 152321 123763 4042 3284

ACCRU60 / RU115 6 11.5 617 605 1222 432 764 275 225 233630 191166 6118 5006

ACCRU65 / RU70 6.5 7 616 615 1231 433 754 212 172 144243 117199 3827 3110

ACCRU65 / RU120 6.5 12 616 604 1220 433 766 290 238 245884 201548 6418 5261

ACCRU65 / RU125 6.5 12.5 616 603 1219 433 768 298 245 256652 210559 6688 5487

ACCRU70 / RU70 7 7 615 615 1230 434 755 220 179 145853 118611 3864 3142

l tot

h t

ot

l RUl ACCRU

s R

U

s A

CC

RU

h A

CC

RU

Special sections

Fabbrica Italiana Palancole produces a lot of special sections. We can provide corner sheet piles (see picture). RU piles are bent in the middle of the flange, normally at a 90°, but different angles can be provided up on request. We also deliver widened or narrowed sheet piles to fulfil the working plan.

215

215

X > b

Sheet piles can be supplied factory-welded, for instance, for the sake of improved water-tigthtedness. Due to the presence of the handling holes close to one end of the piles, two sheet-piles can be welded together in the “S” or “Z” shape.

We’d like to remark that our sheet piles interlocks can join two walls with angles of incidence up to 25°, without any need for bent piles.

Fabbrica Italiana Palancole can also produce custom made designs. For instance, double welded sheet piles have been occasionally manufactured on demand, to overcome obstacles and to address sideways-verticality problems in long sheet piling applications. In a similar way, cross-over elements can be produced (to join walls made up of different piles, e.g., cold-rolled and hot-rolled pile walls)

215

543

90°

25°

Handling holes

Unless explicitly requested, our sheet piles are currently being supplied WITHOUT ANY

handling hole. Such holes can be obtained on demand. Popular specifications for

handling holes are: square shape 40/40 mm, at a distance of 350 mm from the edge.

Material quality

Steel quality Tensile strength Yield strength Min. elongation

N/mm2 N/mm2 %

S235JRC 340 – 370 235 26

S275JRC 410 – 560 275 22

S355J0C 490 – 630 355 22

Tolerances on Sheet Piles

Weight ± 5 %

Length ± 50 mm

Height ± 6.0 mm

Thickness s ≥ 8,5 mm: ± 0,5 mm

s < 8,5 mm: ± 6 %

Width ± 2 %

Width (for double pile) ± 3 %

Straightness ± 0,2 % of the length

Ends out of square ± 2 % of the width

Maximum rolling length 32 m

Technical conditions of delivery according to EN 10249-1

Dimension tolerance according to EN 10249-2

For assistance to select the right sheet pile for your application,

please contact one of our representatives.

350

40

Fabbrica Italiana Palancole S.r.l. Steel sheet piles

Via Brescia 8

26010 Pozzaglio (CR) - Italy tel. +39 0372-55355 fax. +39 0372-55076

e-mail info@fabbricapalancole.it

www.fabbricapalancole.it